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OR 91500-A-654 Universal Academy AN ORDINANCE OF THE CITY OF COPPELL, TEXAS ORDINANCE NO. 91500-A-654 AN ORDINANCE OF THE CITY OF COPPELL, TEXAS, AMENDING THE COMPREHENSIVE ZONING ORDINANCE AND MAP OF THE CITY OF COPPELL, TEXAS, AS HERETOFORE AMENDED, BY GRANTING A CHANGE IN ZONING FROM PD-97- R AND PD-97R3-R (PLANNED DEVELOPMENT-97-RETAIL AND PLANNED DEVELOPMENT-97 REVISION 3-RETAIL) TO PD- 97R4-R (PLANNED DEVELOPMENT-97 REVISION 4-RETAIL), TO ALLOW THE EXPANSION OF THE EXISTING CHARTER SCHOOL INTO THE ENTIRE 113,196-SQUARE-FOOT EXISTING BUILDING, INCORPORATION OF AN ADDITIONAL 0.8 ACRES OF LAND AND TO INCREASE THE NUMBER OF STUDENTS TO A MAXIMUM OF 1,500 ( GRADES K-12) ON APPROXIMATELY 11.5 ACRES OF PROPERTY LOCATED 1001 E. SANDY LAKE ROAD ANDBEING MORE PARTICULARLY DESCRIBED IN EXHIBIT “A”, ATTACHED HERETO AND INCORPORATED HEREIN FOR ALL PURPOSES; PROVIDING FOR DEVELOPMENT STANDARDS; PROVIDING FOR THE APPROVAL OF THE DETAIL SITE PLAN, LANDSCAPE PLAN , TREE SURVEY AND TRAFFIC MANAGEMENT PLAN, ATTACHED HERETO AS EXHIBITS “B”, “C”, “D” & “E”, RESPECTIVELY; PROVIDING A REPEALING CLAUSE; PROVIDING A SEVERABILITY CLAUSE; PROVIDING A SAVINGS CLAUSE;PROVIDING A PENALTY OF FINE NOT TO EXCEED THE SUM OF TWO THOUSAND DOLLARS ($2,000.00) FOR EACH OFFENSE; AND PROVIDING AN EFFECTIVE DATE. WHEREAS , the City Planning and Zoning Commission and the governing body of the City of Coppell, Texas, in compliance with the laws of the State of Texas and pursuant to the Comprehensive Zoning Ordinance of the City of Coppell, have given requisite notices by publication and otherwise, and after holding due hearings and affording a full and fair hearing to all property owners generally, and to all persons interested and situated in the affected area and in the vicinity thereof, the said governing body is of the opinion that Zoning Application No. PD-97R4-R should be approved, and in the exercise of legislative discretion have concluded that the Comprehensive Zoning Ordinance and Map should be amended. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF COPPELL, TEXAS: SECTION 1. That the Comprehensive Zoning Ordinance and Map of the City of Coppell, Texas, duly passed by the governing body of the City of Coppell, Texas, as heretofore amended, be and the same is hereby amended to grant a change in zoning from PD-97-R and PD-97R3-R (Planned Development-97-Retail and Planned Development-97 Revision 3-Retail) to PD-97R4-R (Planned Development-97 Revision 4-Retail), to allow the expansion of the existing charter school and educational purposes into the entire 113,196-square-foot existing building, incorporation of an additional 0.8 acres of land and to increase the number of students to a maximum of 1,500 (grades K-12) on approximately 11.5 acres of property located 1001 E. Sandy Lake Road and being more particularly described in Exhibit “A”, attached hereto and incorporated herein for all purposes. SECTION 2. That the property shall be developed, used and maintained only in accordance with the development standards, which are as follows: (A)Except as amended herein, the property shall be developed in accordance with Ordinance 91500-A-407, which is incorporated herein as set forth in full and hereby republished. (B)This charter school shall be licensed and maintained in accordance with state law and may provide instruction for Kindergarten through twelfth (12th) grade. (C)The student enrollment capacity under this Special Use Permit shall not exceed one thousand, five hundred (1,500) students. (D)Prior to opening for the 2014-2015 school year: a. The bus circulation patterns shall be revised to add student drop- off/pick up locations along the south side of the building in addition to the east side drop off location as depicted in the Traffic Management Plan, Exhibit E to this ordinance. 2 b.Initiate the engineering design to increase the storage capacity of the southbound left-turn storage bay in the median of MacArthur Boulevard serving Driveway 1. (E) Prior to October 1, 2014: a. Submission of an updated the Traffic Impact Analysis (TIA) and Traffic Management Plan (TMP) plan based on actual traffic generation data and circulation patterns established within the first 30 days of school operation to determine what on-site and off-site improvements are needed to assure that no queuing occurs on adjoining thoroughfares and prepare and plan for implementation, including the re-striping of the parking lot. b. If required by the revised TIA/TMP studies, start/release times shall be staggered by a minimum of 30 minutes, so that no more than 850 students are being dropped off or picked up at any one time. c. The director of Planning and director of Engineering shall administratively approve such revisions in accordance with these regulations and general accepted traffic engineering standards. st (F)Submission of a revised TMP on an annual basis, July 1 of each year for the ensuing academic year until the student capacity of 1,500 is reached, with recommendations for traffic circulation improvements, implementation plan and parking areas, as required, which shall be administratively approved by the director of Planning and the director of Engineering. 3 (G)A revised TIA/TMP, including recommendation for improvements and implementation, may be required one year after full student capacity is reached, at the discretion of Director of Engineering in order to insure student safety and traffic safety on MacArthur Boulevard and Sandy Lake Road. SECTION 3. That the Site Plan, Landscape Plan, Tree Survey and Traffic Management Plan, attached hereto as Exhibits “B”, “C” ,“D”, and “E”, respectively, and made a part hereof for all purposes, are hereby approved. SECTION 4 . That the above property shall be used only in the manner and for the purpose provided for by the Comprehensive Zoning Ordinance of the City of Coppell, as heretofore amended and as amended herein. SECTION 5 . That all provisions of the Ordinances of the City of Coppell, Texas, in conflict with the provisions of this ordinance be, and the same are hereby, repealed, and all other provisions not in conflict with the provisions of this ordinance shall remain in full force and effect. SECTION 6 . That should any sentence, paragraph, subdivision, clause, phrase or section of this ordinance be adjudged or held to be unconstitutional, illegal or invalid, the same shall not affect the validity of this ordinance as a whole, or any part or provision thereof other than the part so decided to be unconstitutional, illegal or invalid, and shall not affect the validity of the Comprehensive Zoning Ordinance as a whole. SECTION 7 . An offense committed before the effective date of this ordinance is governed by prior law and the provisions of the Comprehensive Zoning Ordinance, as 4 amended, in effect when the offense was committed and the former law is continued in effect for this purpose. SECTION 8. That any person, firm or corporation violating any of the provisions or terms of this ordinance shall be subject to the same penalty as provided for in the Comprehensive Zoning Ordinance of the City of Coppell, as heretofore amended, and upon conviction shall be punished by a fine not to exceed the sum of Two Thousand Dollars ($2,000.00) for each offense; and each and every day such violation shall continue shall be deemed to constitute a separate offense. SECTION 9. That this ordinance shall take effect immediately from and after its passage and the publication of its caption, as the law and charter in such cases provide. DULY PASSED by the City Council of the City of Coppell, Texas, this the 9` day of A/ralt‘f,______,2014. AP• •OVE i: / it d '` W REN S LBO HUNT MAYOR ATTEST: HRISTEL PETT OS,- ifY7iE-IZETARY 40111 APPR! A oop •lei : ROB 'T E. HAGE•,1 Y ATTORNEY 5 LEGAL DESCRIPTION DESCRIPTION of a 11.50 acre tract of land situated in the James Parrish Survey, Abstract No. 1139 and the S.A. & M.G. R.R. Survey, Abstract No. 1442, in the City of Coppell, Dallas County, Texas; said tract being all of Lot 2, Block 1 of the Corners of Coppell, an addition to the City of Coppell, recorded in Volume 86197, Page 5563 of the Deed Records of Dallas County, Texas and all of Lots 1R, 3R & 4R, Block 1 of the Corners of Coppell, an addition to the City of Coppell, recorded in Volume 92191, Page 1015 of said Deed Records; said 11.50 acre tract being more particularly described as follows: BEGINNING, at the northwest corner of said Lot 2, said point being in the east right-of-way line of MacArthur Boulevard (a variable width right-of-way); THENCE, North 89 degrees, 28 minutes, 00 seconds East, departing the said the east line of MacArthur Boulevard and along the north line of said Lots 2, 1 R, 3R & 4R, a distance of 972.94 feet to a point for corner; said point being the beginning of a tangent curve to the right; THENCE, in an easterly direction, continuing along the said north line of Lots 2, 1R, 3R & 4R and along said curve to the right, having a central angle of 10 degrees, 52 minutes, 44 seconds, a radius of 452.47 feet, a chord bearing and distance of South 85 degrees, 05 minutes, 38 seconds East, 85.78 feet, an arc distance of 85.91 feet to a point at the northeast corner of said Lot 4R; THENCE, along the east line of said Lots 3R &4R, the following five (5) calls: South 00 degrees, 07 minutes, 27 seconds West, a distance of 200.26 feet to a point for corner; North 89 degrees, 39 minutes, 03 seconds West, a distance of 110.00 feet to a point for corner; South 00 degrees, 07 minutes, 27 seconds West, a distance of 140.00 feet to a point for corner; South 89 degrees, 39 minutes, 03 seconds East, a distance of 150.00 feet to a point for corner; South 00 degrees, 07 minutes, 27 seconds West, a distance of 157.68 feet to a point for corner at the southeast corner of said Lot 3R; THENCE, North 89 degrees, 52 minutes, 33 seconds West, along the south line of said Lots 3R & 1R, a distance of 984.31 feet to a point for corner in the said east line of MacArthur Boulevard; THENCE, along the said east line of MacArthur Boulevard, the following five (5) calls: North 23 degrees, 29 minutes, 43 seconds West, a distance of 65.74 feet to a point for corner; said point being the beginning of a tangent curve to the right; EXHIBIT "A" 1 OF 2 In a northerly direction, along said curve to the right, having a central angle of 11 degrees, 22 minutes, 31 seconds, a radius of 1145.00 feet, a chord bearing and distance of North 17 degrees, 48 minutes, 28 seconds West, 226.95 feet, an arc distance of 227.32 feet to a point at the end of said curve; North 77 degrees, 52 minutes, 48 seconds East, a distance of 10.00 feet to a point for corner; said point being the beginning of a non-tangent curve to the right; In a northerly direction, along said curve, having a central angle of 07 degrees, 32 minutes, 27 seconds, a radius of 1135.00 feet, a chord bearing and distance of North 08 degrees, 20 minutes, 59 seconds West, 149.27 feet, an arc distance of 149.38 feet to a point at the end of said curve; North 04 degrees, 34 minutes, 45 seconds West, a distance of 68.39 feet to the POINT OF BEGINNING; CONTAINING: 500,960 square feet or 11.50 acres of land, more or less. 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VVF.V... 33 °°•"'••••°•°°°^'^ .._ __ _ a R e y ro...�..o_,....,.�..S-F R F F R F R R R S S S 35000553 5 555055 R F R R d R R 0 R R Re53055o C c a ® A 9. S 111(1 g 'a i g g • 9 a. :� — / 2 X 1 l • 1 � ri' i C��O,'?ci � MI .n■ •I � � u•_ i �3 n� ' : 1:7" u i a go w !i 41\\\ .jv D,g i z, I I --1 w*S.44 . ] ^ !.It '.' ' A ,,*. it 1 alto to *I,.a ! a _ 1i k 6 i R = P i 4 Y _ Ill IF gg w p) a. f a� w 1 i - li s - - — ri F '. � r E j I £ s o . R R 'D��1° ig i '�. s g ' i i g Z i 0 �r s 14 vy• J @ s ' del/ a t! 4 gc s _ 4 3-a- w z g'.• .ors. UgVD. �g ' ! tdffl O s +;ovw�co EXHIBIT"D" • "�°" TRAFFIC MANAGEMENT PLAN FOR UNIVERSAL ACADEMY- COPPELL COPPELL, TEXAS Prepared for: Karrington & Company 1825 Market Center Boulevard,Suite 425 Dallas,TX 75207 Prepared by: DeShazo Group, Inc. Texas Registered Engineering Firm F-3199 Engineers•Planners 400 South Houston Street Suite 330•Union Station Dallas,Texas 75202 Phone 214/748-6740 * : *` a July 11, 2014 e! . (Revised) i ... 228••1 '$ j■kogi". 41,0E, :N...idDeShazo Group Traffic.Transportation Planning.Parking.Design. DeShazo#14090 EXHIBIT"El" • Traffic Management Plan for Universal Academy- Coppell <DeShozo Project No. 14090> Table of Contents INTRODUCTION 1 TRAFFIC MANAGEMENT PLAN 1 School Operational Characteristics 2 Recommendations 4 General 4 Release Times 5 Site Circulation Plan 5 SUMMARY 6 EXHIBIT 1 —SITE PLAN EXHIBIT 2— RECOMMENDED SITE CIRCULATION PLAN—AM DROP OFF EXHIBIT 3— RECOMMENDED SITE CIRCULATION PLAN— PM PICK UP Universal Academy-Coppell Traffic Management Plan Page i EXHIBIT"E2" DeShazo Group Traffic. Transportation Planning. Parking. Design. 400 S.Houston Street,Suite 330 Dallas,TX 75202 ph.214.748.6740 deshazogroup.com Technical Memorandum To: Mr. Gary Hasty — Karrington and Company CC: Ms.Janice Blackmon — Universal Academy-Coppell From: DeShazo Group, Inc. Date: July 11,2014 Re: Traffic Management Plan for the Universal Academy-Coppell in Coppell,Texas DeShazo Project No.14090 INTRODUCTION The services of DeShazo Group, Inc. (DeShazo) were retained by Karrington and Company. on behalf of Universal Academy- Coppell ("the school") to provide a requisite traffic management plan (TMP) for a proposed expansion of the school campus located at 1001 E. Sandy Lake Road. in Coppell,Texas. DeShazo is an engineering consulting firm based in Dallas, Texas providing licensed engineers skilled in the field of traffic/transportation engineering. Universal Academy-Coppell currently operates at the subject site with an existing enrollment of approximately 848 students in Grades K-8th. The school is proposing to increase the enrollment from 848 to 1,363 in the next academic year and ultimately to a total of 1,500 students from Grades K-12`h by year 2016. A preliminary site plan, prepared by Pacheco Koch Engineers,showing the future site conditions is provided in Exhibit 1. As part of the approval process, submittal of a TMP has been requested by the City of Coppell to provide a record of the recommended strategies to be used by the school to ensure overall traffic safety and efficiency. A TMP is intended to assess the anticipated traffic conditions at the school during the morning drop-off and afternoon pick-up peak periods on the basis of satisfying these objectives. By consent of the TMP submittal, the school is agreeing to the strategies presented herein for which the school will be held self-accountable until and unless the City of Coppell deems further measures are appropriate. TRAFFIC MANAGEMENT PLAN ATraffic Management Plan(TMP)is important to safely achieve an optimum level of traffic flow and circulation during peak traffic periods associated with student drop-off and pick-up. By properly managing the vehicular traffic generated during the critical periods, the safety and efficiency of other modes of travel – including walking–will also inherently improve, and the operational impact on the public street system should also be Universal Academy-Coppell Traffic Management Plan Page 1 EXHIBIT"E3" DeShazo Group,Inc. July 11,2014 minimized. The TMP should not be considered a comprehensive set of instructions to ensure adequate safety; however, it should be used as a tool to facilitate a safer and more efficient environment. The analysis summarized below is based upon DeShazo's research of the school's existing conditions via phone interview with school representatives.The recommended management strategies utilize the proposed school site plan to evaluate aspects such as passenger loading/unloading and vehicle queuing(i.e.,stacking)that occur at the school in order to accommodate the projected peak demands within the site at full occupancy. A concerted effort and full participation by the school administration, staff, students, and parents are encouraged to provide and maintain safe and efficient traffic operations. [NOTE: In this report the term "parent" refers to any parent,family member, legal guardian, or other individual who is involved in the pick- up or drop-off of one or more students at the school.] School Operational Characteristics Table 1 summarizes the known operational characteristics for Universal Academy- Coppell assumed in this analysis: Table 1. School Operational Characteristics Existing Conditions Proposed Conditions Enrollment(by grade): Elementary and Middle School: K-9th Grade—1,363 students K-8th Grade-848 students (2014-2015) Total(All grades):848 students K 12th Grade—1,500 students (2016-onwards) Number of Buses:10 Number of Buses:20 Maximum(All grades):1500 students Daily Start/End Schedule Entire School: Grades K-12th: >Start: 8:00 AM >Start: (see recommendations) >End: 3:30 PM >End: (see recommendations) Approximate Number of Students By School Bus: 65-70% By School Bus: 65-70% Travelling by Mode: By Walking: <1% By Walking: <1% By Self-Driving: 0%* By Self-Driving: 0%* By Other: 30% By Other: 30% NOTE: Occasional functions or other events may be held at the school,which generate traffic outside of the traditional peak drop-off and pick-up periods. While some of the measures presented in this report may be applicable in such cases,traffic characteristics other than those directly associated with the primary drop-off and pick-up periods are not the subject of this analysis. *-The School does not permit student drivers. Existing Traffic Conditions Site Access and Circulation The subject site currently has five driveways,two on S. MacArthur Boulevard and three on E Sandy Lake Road, serving a staff parking lot and additional general parking lot. There are three separate student unloading/loading areas in the front of the school for parents. A separate bus loading area is located at the back of the property. The school currently provides off-duty police officers during the peak periods of school traffic at the primary inbound northern driveways on S. MacArthur Boulevard (Driveway 1) and the primary outbound driveway(Driveway 3)on Sandy Lake Road. Universal Academy-Coppell Traffic Management Plan Page 2 EXHIBIT"E4" DeShazo Group,Inc. July 11,2014 Based on traffic counts (camera) and existing operation information from the school, on site vehicle queuing and traffic congestion is appreciably less pronounced during the morning drop-off than during the afternoon pick-up period.Hence,the recommendations developed for this study are primarily designed for the afternoon pick-up;however many recommendations will also apply during the morning drop-off period. During the pick- up period, existing conditions are described as follows: • Almost 70 percent of the students are bused to the Universal Academy-Coppell. • No Parking allowed in front of school buildings during drop-off and pick-up times. • After drop-off / Pickup, currently, the parents have the option to exit the site via Driveway 1 (S. Macarthur Boulevard), Driveway 2 and Driveway 4 located on Sandy Lake Road. • At least one third of vehicles that exited the Driveway 2 made a U-turn in a short length to proceed westbound on Sandy Lake Road. • One student was reported to walk from the west (crossing S. MacArthur Boulevard at Driveway 1)out of approximately 10 students walking to school. School buses drop off students in the front enter from the eastern most driveway on E. Sandy Lake Road (Driveway 4) and load from behind the school and proceed one-way to S. MacArthur Boulevard. Driveway 4 from Sandy lake Road operates as one-way southbound and westbound all the way till S.MacArthur Boulevard. Currently approximately 10 full-sized school buses are in use by the school,which enter at Driveway 4 and exit at Bus Driveway(Driveway 5). Passenger Unloading/Loading and Vehicle Queuing Universal Academy-Coppell School employs a semi-managed protocol during the drop-off/pick-up period whereby parents follow a generally established traffic pattern through the site and may queue in front of the school building. Inside the school already defined bused students head to back loading area and non-bused students assemble in front. Younger kids are released to the front at 3.15 PM and older kids are released at 3.25 PM. Parents are assigned with children's class number, and appropriate class staff assist in loading the kids onto the car. Approximately 20 school staff members are assigned to assist with loading parent vehicles and 20 staff are assigned in the back side of building for buses are typically accessible for loading/unloading. Once each vehicle is loaded, it individually proceeds to the site egress. Assuming that the number of vehicles generated during the afternoon pick-up period is directly proportional to the number of students enrolled, the peak queue for the future conditions at full occupancy can be estimated. A summary of the peak number of vehicles is provided in Table 2. Table 2. Existing Peak Vehicles in Queue During Afternoon Pick-Up Period Existing Conditions (Estimated)* Peak Number of 90 parent vehicles Vehicles and 10 school buses (for current enrollment of 848 students) *Based on vehicles entering and exiting the site at the time of peak demand prior to the school release/end time. Universal Academy-Coppell Traffic Management Plan Page 3 EXHIBIT"E5" DeShazo Group,Inc. July 11,2014 NOTE: The total number of vehicles parked and in queue during the morning period is typically substantially less than the afternoon. Therefore,a detailed analysis was not performed for the morning drop-off period with the understanding that solutions proposed for the afternoon will also provide sufficient accommodations for the morning period. Recommendations General To maximize personal safety, any passenger loading (or unloading) within the public right-of-way should be avoided at all times. No persons other than deputized officers of the law should engage or attempt to influence traffic operations in public right-of-way. Universal Academy-Coppell plans to retain off-duty police officers during the peak hours of the school in the morning and afternoon. To the extent possible, all queuing and parking of parent-vehicles should also be accommodated within the school site boundaries. For circumstances where this cannot be avoided,coordination with the City of Coppell staff members responsible for traffic operations in the area should take place so that appropriate traffic control devices can be installed. The full cooperation of all school staff members, students, and parents is crucial for the success of a Traffic Management Plan. Proper training of school staff on the duties and expectations pertaining to the Plan is recommended. Sufficient communications at the beginning of each school term (and otherwise, as needed) with students and parents on their duties and expectations is also recommended. Due to the timing of authorization for this study, DeShazo could not observe the actual existing queue nor parking characteristics at the Universal Academy-Coppell. However, DeShazo did conduct interviews with school representatives regarding drop-off/pick-up activity and did have access to traffic volumes data collected for the traffic impact analysis.Assuming that the traffic vehicles generated during the afternoon pick-up period is directly proportional to the number of students enrolled, the peak queue for the future conditions at full occupancy was estimated by factoring the existing peak number of vehicles onsite. A summary of the peak number of vehicles is provided in Table 3. Table 3. Projected Peak Vehicles Parked and In Queue During Afternoon Pick-Up Period(For Single Release Period) Anticipated Conditions (Estimated) Peak Number of 160 parent vehicles Parent-Vehicles and 20 school buses (for maximum enrollment of 1,500 students) The following recommendations are provided by DeShazo to Universal Academy-Coppell for the management of vehicular traffic generated by the school during peak traffic conditions. [NOTE: Generally,traffic delays and congestion that occurs during the afternoon pick-up period is notably greater than the traffic generated during the morning drop-off period due to the timing and concentration characteristics. In most instances,achieving efficiency during the afternoon period is most critical, while the morning traffic operations require nominal active management. Therefore, except where stated otherwise, the recommendations provided herein pertain specifically to the afternoon period operations.] Universal Academy-Coppell Traffic Management Plan Page 4 EXHIBIT"E6" DeShazo Group,Inc. July 11,2014 Release Times The School's existing start and end times are 8:00 AM-3:30 PM for the entire school with few minutes apart for bused students, younger kids and older kids. For the future school, a peak demand of 160 vehicles is projected and the projected peak queue capacity of the site is approximately 120(based on linear distance of 24 feet per vehicle) vehicles. At site buildout the calculated demand is projected to be higher than the measured capacity. Accordingly to school representatives on-site queuing has historically not been appreciable.So,the calculated peak queue for both existing and projected conditions may be higher than the calculated values.If the calculated findings are accurate,vehicle queueing at peak conditions could conceivably spillback into the public right-of-way,which is undesirable.Should this condition occur, it may be necessary to alter the internal circulation pattern to increase storage or to implement staggered start/end schedules. The school should consider two staggered release times with a minimum separation of 30 minutes between release times in order to optimally and efficiently manage traffic. In addition to providing the queue capacity for approximately 120 vehicles,generous parking space is shown in the site plan,the school should encourage the parents with siblings to park and pick-up the kids in case staggered release schedule have to be adopted in the future. The site plan shows 427 parking spaces.Of the 427 spaces,approximately 107 are allocated to the Staff and 100 curb side spaces located near to the school building and adjacent to drop-off and pick-up area is restricted during the AM drop-off and afternoon peak pick-up hours.The remaining 220 spaces out of the 427 spaces in the main parking lot is available for the parents and visitors.Theoretically,two release time schedule should provide sufficient capacity to avoid the need for any queuing or loading to occur from within the public right-of-way. Site Circulation Plan Based upon DeShazo's review of the proposed site conditions and the anticipated needs of traffic during peak conditions,the site traffic circulation plan depicted in Exhibit 2 and Exhibit 3 is recommended. This plan was designed with the intent of optimizing the on-site vehicular circulation and retention of vehicle queuing in a manner that promotes safety and operational efficiency. The plan also depicts recommended configuration of temporary traffic control devices (such as traffic cones, etc.)that shall be installed on a daily basis when typical traffic conditions are expected. An appropriate number of school staff shall be assigned to fulfill the duties of student supervision, traffic control, and other related duties as generally depicted on the plan. The existing school operate with dual-lane near drop-off and pick-up locations. Since vehicle queuing area is limited, an extended "double" queue lane (i.e.,two, side-by-side rows of vehicles) is required. Loading from both lanes simultaneously, so a very disciplined procedure is required to be established and administered by school staff in order to ensure adequate safety. It is recommended that a "carpool policy manual"be prepared and distributed to all parents at the beginning of each school term. Staff directing traffic at the intersecting point of two queue lanes(and other areas,where appropriate)should, in lieu of simple hand gestures,procure and use reversible hand-paddle signs with the messages(and symbols) for STOP and for SLOW(i.e.,proceed slowly). Optional additional equipment used by staff may include whistles (for audible warnings) and flashlights (for visual warnings) in order to better-gain the attention of parents/motorists. Below is the summary of the recommendations/findings from the TMP. 1. Retain off-duty police officers at Driveway 1 and Driveway 3. Universal Academy-Coppell Traffic Management Plan Page 5 EXHIBIT"E7" DeShazo Group,Inc. July 11,2014 2. Modified driveway operations • Allow all inbound traffic to Site Driveway 1 and Site Driveway 2. • Convert Site Driveway 1 at S MacArthur Boulevard to inbound only during peak drop-off and pick-up hours with appropriate traffic control at the driveway approach internally (Close outbound maneuver with traffic cones). • Convert Site Driveway 2 to inbound only at all times with appropriate traffic control internally. • Install no U-turn signs (both directions) on E. Sandy Lake Road at the adjacent median openings. 3. Adjust internal parent queue/circulation route and maintain loading/unloading locations to increase/maximize storage length. Optional Measures: 1. If queueing of parents vehicles associated with the student drop-off or pick-up activity ever results in spillback of queue on the public street,then the school should either: a) Modify the internal circulation patterns to increase vehicle queue on site, or b) Encourage parents to park on site to the extent necessary to eliminate this occurrence. SUMMARY This TMP is to be used by Universal Academy-Coppell to provide safe and efficient transportation of students, staff, and faculty to and from the site. The Plan was developed with the intent of optimizing safety and efficiency and the goal of accommodating vehicular traffic generated by the school at peak traffic periods within the site. The details of the TMP shall be reviewed by the school on a regular basis to confirm its effectiveness. END OF MEMO Universal Academy-Coppell Traffic Management Plan Page 6 EXHIBIT"E8" DeShazo Group,Inc. 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